VN1981
Aerospace
- Sep 29, 2015
- 186
Hello,
I am learning MSC Dytran through our MSC reseller. The problems we are going through are explicit non-linear cases (like a dropping ball tearing through a thin plate).
The stress output being referred is "Equivalent Stress". Up on further reading, it seems that Dytran is referring the First invariant of Stress as Equivalent Stress. What is the physical significance of this stress and why is this being referred to? I mean in static linear, I know the significance of Von Mises..hoping to get some similar understanding of the significance of 1st invariant of stress.
The material model we entered is a typical Isotropic (steel) with specifying yield stress and amount of strain which defines the failure criteria for element deletion.
We did ask the above questions to our trainer but we got no satisfactory answers. Hoping to get some more insights here.
I am learning MSC Dytran through our MSC reseller. The problems we are going through are explicit non-linear cases (like a dropping ball tearing through a thin plate).
The stress output being referred is "Equivalent Stress". Up on further reading, it seems that Dytran is referring the First invariant of Stress as Equivalent Stress. What is the physical significance of this stress and why is this being referred to? I mean in static linear, I know the significance of Von Mises..hoping to get some similar understanding of the significance of 1st invariant of stress.
The material model we entered is a typical Isotropic (steel) with specifying yield stress and amount of strain which defines the failure criteria for element deletion.
We did ask the above questions to our trainer but we got no satisfactory answers. Hoping to get some more insights here.